24R1312_AMD01.pdf
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- Solicitation number
- N6274224R1312
About this file
This solicitation is for construction services for a new recreation center at the U.S. Naval Supply Systems Command in Guam. The Navy seeks a contractor to build the 17,373 gross square foot facility for $6.4 million. Work will include site preparation, construction of the building structure and exterior closure, interior construction and finishes, conveyances, mechanical and electrical systems. The single-story building will house a multi-purpose room, game room, mini theater, offices and outdoor gathering spaces. Bids are due by September 15, 2023, with work to be completed by August 2024. The solicitation was issued by the Naval Facilities Engineering Command Pacific on behalf of the Department of the Navy.
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| File | Type | Posted |
|---|---|---|
| 24R1312_AMD08.pdf | ||
| 24R1312_AMD07.pdf | ||
| P-406 DRAWINGS AMD06.pdf | ||
| 24R1312_AMD06.pdf | ||
| 24R1312 Note 7.pdf | ||
| 24R1312 Note 6.docx | DOCX document | |
| P-406 DRAWINGS AMD05.pdf | ||
| 241312_AMD05.pdf | ||
| 24R1312_AMD04.pdf | ||
| 24R1312 Note 5.pdf | ||
| 24R1312 Note 4.pdf | ||
| 24R1312 Note 3.pdf | ||
| 24R1312_AMD0003.pdf | ||
| 24R1312 Note 2.pdf | ||
| 24R1312_AMD02.pdf | ||
| P-406 Site Visit Sign In Sheet.pdf | ||
| 24R1312 Note 1.pdf | ||
| 3_P406 Drawings_Part2.pdf | ||
| 4_P406 Drawings_Part3.pdf | ||
| 24R1312-JA.ZIP | ZIP file | |
| 2_P406 Drawings_Part1.pdf | ||
| 1_P406 Specs.pdf | ||
| 0_24R1312-RFP.pdf |
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Text version
RFP No. N6274224R1312
Amendment No. 0001
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SPECIFICATION REVISIONS
Changes as directed below shall be made to the respective specifications.
SECTION 07 84 00 – FIRESTOPPING
Remove
Replace with
Pages 3
Amendment 0001
SECTION 10 28 13 – TOILET ACCESSORIES
Remove Replace with
Pages 1 – 5 Pages 1 - 5
Amendment 0001
SECTION 21 13 13 – WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION
Remove Replace with
Pages 11 - 20 Pages 11 - 20
Amendment 0001
SECTION 28 31 76 – INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, ADDRESSABLE
Remove Replace with
Pages 23 - 38 Pages 23 - 38
Amendment 0001
REVISED DRAWINGS
The following drawings bearing revision date of 11 October 2023 supersede previously issued drawings bearing the same number and title. The revised drawings accompany this amendment.
NAVFAC DRAWING
NUMBER
SHEET NUMBER REVISION
NUMBER
TITLE
17302054 A-141 1 DEPRESSED SLAB PLAN
17302062 A-302 1 BUILDING SECTIONS
17302068 A-401 1 ENLARGED FLOOR PLANS
17302099 A-846 1 INTERIOR ELEVATIONS & PARTIAL
EXTERIOR ELEVATIONS
17302180 M-701 1 HVAC SCHEDULES
FY24 MCON P-406 RECREATION CENTER 1737348
US NAVSUPPACT MCB GUAM, FINEGAYAN, GUAM
Firestopping System;
SD-03 Product Data
Firestopping Materials; S
SD-06 Test Reports
Inspection;
SD-07 Certificates
Inspector Qualifications
Firestopping Materials
Installer Qualifications;
Volatile Organic Compound;
SD-11 Closeout Submittals
Volatile Organic CompoundS (VOC); S
1.5 QUALITY ASSURANCE
1.5.1 Installer
Engage an experienced Installer who is:
a. FM Research approved in accordance with FM 4991 , operating as a UL Certified Firestop Contractor, or
b. Certified, licensed, or otherwise qualified by the firestopping manufacturer as having the necessary staff, training, and a minimum of 3 years experience in the installation of manufacturer's products in accordance with specified requirements. Submit documentation of this experience. A manufacturer's willingness to sell its firestopping products to the Contractor or to an installer engaged by the Contractor does not in itself confer installer qualifications on the buyer. The Installer shall have been trained by a direct representative of the manufacturer (not distributor or agent) in the proper selection and installation procedures. The installer shall obtain from the manufacturer and submit written certification of training, and retain proof of certification for duration of firestop installation.
1.5.2 Inspector Qualifications
The inspector shall meet the criteria contained in ASTM E699 for agencies involved in quality assurance and shall have a minimum of two years experience in construction field inspections of firestopping systems, products, and assemblies. The inspector shall be completely independent of, and divested from, the installer, the manufacturer, and the supplier of any material or item being inspected. The inspector shall not be a competitor of the installer, the contractor, the manufacturer, or supplier of any material or item being inspected. Include in the qualifications submittal a notarized statement assuring compliance with the requirements
SECTION 07 84 00 Page 3 Amendment 01 - October 11, 2023
SECTION 10 28 13
TOILET ACCESSORIES
08/20
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. DEPARTMENT OF DEFENSE (DOD)
MIL-STD-1691 (1994; Rev F) Construction and Material Schedule for Military Medical and Dental Facilities
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in accordance with Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Product Schedule; G
Submit product Schedule indicating types, quantities, sizes, and installation locations by room for each toilet accessory item required. Identify locations using room designations indicated on the drawings.
SD-03 Product Data
Recycled content for stainless steel toilet accessories; S
Soap Dispenser, Deck Mounted, SS; G
Dispenser, Paper Towel , Recessed; G
Disposal, Sanitary Napkin , SS, Surface Mounted; G
Grab Bar , 1-1/4 inch Dia., SS, 2 Wall, W/C Accessible; G
Shelf, Utility W/ Mop/Broom Holders , SS, Surf Mntd; G
Dispenser, Toilet Tissue , SS, 2-Roll, Surface Mntd; G
Dispenser, Paper Towel/Waste Receptacle Combo , SS, 2-Roll, Recessed; G
Dispenser, Seat Cover , SS, Surface Mntd; G
SECTION 10 28 13 Page 1
Submit catalog numbers, literature, data sheets, construction details, profiles, anchoring and mounting requirements ,including cutouts in other work and substrate preparation, and other pertinent data for each toilet accessory item to evaluate function, materials, dimensions and appearance.
SD-10 Operation and Maintenance Data
Dispenser, Paper Towel , Recessed; G
Soap Dispenser, Deck Mounted, SS; G
Disposal, Sanitary Napkin , SS, Surface Mounted; G
Grab Bar , 1-1/4 inch Dia., SS, 2 Wall, W/C Accessible; G
Shelf, Utility W/ Mop/Broom Holders , SS, Surf Mntd; G
Dispenser, Paper Towel/Waste Receptacle Combo , SS, 2-Roll, Recessed; G
Dispenser, Seat Cover , SS, Surface Mntd; G
Submit Data Package 1 for each toilet accessory item , and Data Package 2 for each electrical toilet accessory item, in accordance with Section 01 78 23 OPERATIONS AND MAINTENANCE DATA.
1.3 CERTIFICATIONS
1.4 DELIVERY, STORAGE, AND HANDLING
Wrap toilet accessories for shipment and storage, then deliver to the jobsite in manufacturer's original packaging, and store in a clean, dry area protected from construction damage and vandalism.
1.5 WARRANTY
Provide manufacturer's warranty to repair or replace defective materials and workmanship for a period of one year from date of final acceptance of the work.
PART 2 PRODUCTS
2.1 ACCESSORY ITEMS
Provide toilet accessories where indicated in accordance with Contractor-provided product schedule. Conform to the requirements for accessory items specified herein which are based on MIL-STD-1691 Joint Schedule Numbers (JSN). Provide each accessory item complete with the necessary mounting plates of sturdy construction with corrosion resistant surface.
Provide stainless steel products listed herein manufactured from materials containing a minimum of 50 percent recycled content. Provide data identifying percentage of recycled content for stainless steel toilet accessories.
SECTION 10 28 13 Page 2
2.1.1 Anchors and Fasteners
Provide Type 316 stainless steel corrosion-resistant anchors and fasteners capable of developing a restraining force commensurate with the strength of the accessory to be mounted and suited for use with the supporting construction. Provide tamperproof design exposed fasteners with finish to match the accessory. Provide fasteners proposed for use for each type of wall construction and mounting.
2.1.2 Finishes
Except where noted otherwise, provide the following finishes on metal:
Metal Finish
Stainless steel No. 4 satin finish
Carbon steel, copper alloy, and brass Chromium plated, bright
2.1.3 Dispenser, Paper Towe l (PTD), Recessed
Recess mounted paper towel dispenser. Unit constructed of heavy gauge stainless steel with satin finish, all welded construction, have full length piano hinge and tumbler lock. Unit dispenses 600 C-fold or 800 multifold paper towels and be self-feeding until supply is depleted.
Towel dispensing slot is snag-free. Unit is ADA compliant.
Approximate size: As scheduled.
2.1.4 Disposal, Sanitary Napki n (SNR), SS, Surface Mounted
Surface mounted sanitary napkin receptacle. Unit made of stainless steel with satin finish and all welded construction. Unit has piano hinge attached at the top and an integral finger depression for opening. For use with disposable paper liners, available separately. Unit may be attached to wall or toilet partition.
Approximate size: 7 inches wide by 4 inches deep by 10 inches high.
2.1.5 Grab Bar (GB), 1-1/4 Inch Diameter, SS, 2 Wall, W/C Accessible
Grab bar of 1-1/4 inch diameter satin finish stainless steel with peened gripping surface for use in toilet stall/room. Snap-on flange covers for concealed mounting are stainless steel and equipped with two screw holes for attachment to wall. Grab bars designed to meet and exceed ADA requirements for structural strength. Grab bars designed to withstand loads of 900 pounds when properly installed. Clearance from wall to grab bar is 1-1/2 inches to meet ADA and ANSI codes.
2.1.6 Shelf, Utility W/ Mop/Broom Holders (MH), SS, Surf Mounted
Surface mounted mop/broom holder with shelf made of 18 gauge stainless steel with all exposed surfaces in satin finish. Unit has shelf 8 inches deep with shelf support brackets of satin finish stainless steel welded to mounting base, and a minimum of 5 hooks/4 holders. Mop holders have spring-loaded rubber cams and hold mop or broom handle with a diameter between 5/8 inch and 1 inch.
SECTION 10 28 13 Page 3
Approximate size: As scheduled.
2.1.7 Dispenser, Toilet Tissue0 (TPD), SS, 2-Roll, Surface Mounted
Concealed surface mounted, double roll, toilet tissue dispenser of Type 304 stainless steel. Unit holds and dispenses two standard 5-1/4 inch diameter rolls of toilet tissue. Spindles are free-spinning for non-controlled delivery, chrome-plated plastic equipped with heavy-duty internal springs.
Approximate size: As scheduled.
2.1.8 Soap Dispenser (SD), Deck Mounted
Deck-mounted, manual-operated liquid dispenser, stainless steel and heavy chrome plated brass, 6-inch spout, 32 oz capaicty. Requires less than 5 lbs of force to activate plunger.
2.1.9 Dispenser, Toilet Seat Cover (SCD), SS, Surface Mounted
Surface mounted toilet seat cover dispensers. Unit constructed of heavy gauge stainless steel with satin finish, all welded construction. Provide dispenser with a minimum capaicty of 250 seat covers. Vandal resistant bottom hinged locking cover for filling. Spring clip dispensing mechanism.
2.1.10 Mirror, Glass
Provide Type I transparent flat type, Class 1-clear glass for mirrors.
Glazing Quality 1 1/4 inch thick conforming to ASTM C1036. Coat glass on one surface with silver coating, copper protective coating, and mirror backing paint. Provide highly adhesive pure silver coating of a thickness which provides reflectivity of 83 percent or more of incident light when viewed through 1/4 inch thick glass with pure bright reflective copper, homogeneous without sludge, pinholes or other defects, of proper thickness to prevent "adhesion pull" by mirror backing paint. Provide mirror backing paint with two coats of special scratch and abrasion-resistant paint and baked in uniform thickness to provide a protection for silver and copper coatings which will permit normal cutting and edge fabrication.
2.1.11 Dispenser, Paper Towel & Waste Receptacle Combination (PTDC), Recessed
Recess mounted paper towel dispenser. Unit constructed of heavy gauge stainless steel with satin finish, all welded construction, have full length piano hinge and tumbler lock. Unit dispenses 600 C-fold or 800 multi-fold paper towels and be self-feeding until supply is depleted.
Towel dispensing slot is snag-free. Unit is ADA compliant.
Waste Receptacle, satin finish stainless steel waste receptacle with seamless welded construction. Removable 12 gal. stainless steel waste receptacle secured to cabinet with tumbler lock,recessed.
PART 3 EXECUTION
3.1 INSTALLATION
Do not install items that show visual evidence of biological growth.
Provide the same finish for the surfaces of fastening devices exposed after installation as the attached accessory. Provide oval exposed screw
SECTION 10 28 13 Page 4 heads. Install accessories at the location and height indicated. Protect exposed surfaces of accessories with strippable plastic or by other means until the installation is accepted. After acceptance of accessories, remove and dispose of strippable plastic protection. Coordinate accessory manufacturer's mounting details with other trades as their work progresses. After installation, thoroughly clean exposed surfaces and restore damaged work to its original condition or replace with new work.
3.1.1 Recessed Accessories
Fasten accessories with wood screws to studs, blocking or rough frame in wood construction. Set anchors in mortar in masonry construction. Fasten to metal studs or framing with sheet metal screws in metal construction.
3.1.2 Surface Mounted Accessories
Mount on concealed backplates, unless specified otherwise. Conceal fasteners on accessories without backplates. Install accessories with corrosion-resistant fasteners as required by the construction. Install backplates in the same manner, or provide with lugs or anchors set in mortar, as required by the construction. Fasten accessories mounted on gypsum board and plaster walls without solid backing into the metal or wood studs, or to backplates secured to metal studs.
3.2 CLEANING
Clean material in accordance with manufacturer's recommendations. Do not use alkaline or abrasive agents. Take precautions to avoid scratching or marring exposed surfaces.
-- End of Section --
SECTION 10 28 13 Page 5
2.3.4.3 Hose Valve
Valve must comply with UL 668 .
2.3.5 Riser Check Valves
Provide riser check valve, pressure gauges and main drain.
2.4 ALARM INITIATING AND SUPERVISORY DEVICES
2.4.1 Sprinkler Alarm Switch
Vane or pressure-type flow switch(es). Connection of switch must be by the fire alarm installer. Vane type alarm actuating devices must have mechanical diaphragm controlled retard device adjustable from 10 to 60 seconds and must instantly recycle.
2.4.2 Valve Supervisory (Tamper) Switch
Switch must be integral to the control valve or suitable for mounting to the type of control valve to be supervised open. The switch must be tamper resistant and contain SPDT (Form C) contacts arranged to transfer upon removal of the housing cover or closure of the valve of more than two rotations of the valve stem.
2.5 BACKFLOW PREVENTER TEST CONNECTION
Test connection must consist of a series of listed hose valves with 2 1/2-inch National Standard male hose threads with cap and chain.
2.6 FIRE DEPARTMENT CONNECTION
Fire department connection must be flush type with cast-brass body, matching wall escutcheon lettered "Auto Spkr" with a polished-brass finish. The connection must have individual self-closing clappers, caps with drip drains and chains. Female inlets must have 2 1/2-inch diameter American National Fire Hose Connection Screw Threads (NH) per NFPA 1963 .
Comply with UL 405 . Per ADA requirements, fire department connection may not protrude more than 4 inches horizantally in to the path.
2.7 SPRINKLERS
Sprinklers must comply with UL 199 and NFPA 13 . Sprinklers with internal O-rings are not acceptable. Sprinklers in high heat areas including attic spaces or in close proximity to unit heaters must have temperature classification in accordance with NFPA 13 . Extended coverage sprinklers are permitted for loading docks, residential occupancies and high-piled storage applications only.
2.7.1 Pendent Sprinkler
Pendent sprinkler must be quick-response type with nominal K-factor as specified on the drawings. Pendent sprinklers must have a white polyester finish, except the sprinklers in the Outdoor Gathering Area shall be Electroless Nickel PTFE sprinklers. Assembly must include an integral escutcheon.
SECTION 21 13 13 Page 11
2.7.2 Upright Sprinkler
Upright sprinkler must be white polyester and have a nominal K-factor, except the sprinklers in the Outdoor Gathering Area shall be Electroless Nickel PTFE sprinklers.
2.7.3 Sidewall Sprinkler
Sidewall sprinkler must be the quick-response type. Sidewall sprinkler must have a nominal K-factor. Sidewall sprinkler must have a white polyester finish.
2.7.4 Concealed Sprinkler
Concealed sprinkler must be white polyester and have a nominal K-factor.
Coverplate must be white.
2.8 ACCESSORIES
2.8.1 Sprinkler Cabinet
Provide spare sprinklers in accordance with NFPA 13 and must be placed in a suitable metal or plastic cabinet of sufficient size to accommodate all the spare sprinklers and wrenches in designated locations. Spare sprinklers must be representative of, and in proportion to, the number of each type and temperature rating of the sprinklers installed as required by NFPA 13 . At least one wrench of each type required must be provided.
2.8.2 Pendent Sprinkler Escutcheon
Escutcheon must be one-piece metallic type with a depth of less than 3/4-inch and suitable for installation on pendent sprinklers. The escutcheon must have a factory finish that matches the pendent sprinkler.
2.8.3 Pipe Escutcheon
Provide split hinge metal plates for piping entering walls, floors, and ceilings in exposed spaces. Provide polished stainless steel plates or chromium-plated finish on copper alloy plates in finished spaces. Provide paint finish on metal plates in unfinished spaces.
2.8.4 Sprinkler Guard
Listed guard must be a steel wire cage designed to encase the sprinkler and protect it from mechanical damage. Guards must be provided on sprinklers located within 7 feet of the floor.
2.8.5 Relief Valve
Relief valves must be listed and installed at the riser in accordance with
NFPA 13 .
2.8.6 Air Vent
Air vents must be of the automatic type and piped to drain to the building exterior.
SECTION 21 13 13 Page 12
2.8.7 Identification Sign
Valve identification sign must be minimum 6 inches wide by 2 inches high with enamel baked finish on minimum 18 gage steel or 0.024-inch aluminum with red letters on a white background or white letters on red background. Wording of sign must include, but not be limited to "main drain", "auxiliary drain", "inspector's test", "alarm test", "alarm line", and similar wording as required to identify operational components. Where there is more than one sprinkler system, signage must include specific details as to the respective system.
PART 3 EXECUTION
3.1 VERIFYING ACTUAL FIELD CONDITIONS
Before commencing work, examine all adjoining work on which the contractor's work that is dependent for perfect workmanship according to the intent of this specification section, and report to the Contracting Officer's Representative a condition that prevents performance of first class work. No "waiver of responsibility" for incomplete, inadequate or defective adjoining work will be considered unless notice has been filed before submittal of a proposal.
3.2 INSTALLATION
The installation must be in accordance with the applicable provisions of NFPA 13 , NFPA 24 and publications referenced therein. Locate sprinklers in a consistent pattern with ceiling grid, lights, and air supply diffusers. Install sprinkler system over and under ducts, piping and platforms when such equipment can negatively affect or disrupt the sprinkler discharge pattern and coverage.
a. Piping offsets, fittings, and other accessories required must be furnished to provide a complete installation and to eliminate interference with other construction.
b. Wherever the contractor's work interconnects with work of other trades the Contractor must coordinate with other Contractors to insure all Contractors have the information necessary so that they may properly install all necessary connections and equipment. Identify all work items needing access (dampers and similar equipment) that are concealed above hung ceilings by permanent color coded pins/tabs in the ceiling directly below the item.
c. Provide required supports and hangers for piping, conduit, and equipment so that loading will not exceed allowable loadings of structure. Submittal of a bid must be a deemed representation that the contractor submitting such bid has ascertained allowable loadings and has included in his estimates the costs associated in furnishing required supports.
3.2.1 Waste Removal
At the conclusion of each day's work, clean up and stockpile on site all waste, debris, and trash which may have accumulated during the day as a result of work by the contractor and of his presence on the job.
Sidewalks and streets adjoining the property must be kept broom clean and free of waste, debris, trash and obstructions caused by work of the contractor, which will affect the condition and safety of streets, walks, SECTION 21 13 13 Page 13 utilities, and property.
3.3 UNDERGROUND PIPING INSTALLATION
The fire protection water main must be laid, and joints anchored, in accordance with NFPA 24 . Minimum depth of cover must be 3 feet or the frost line, whichever is deeper. The supply line must terminate inside the building with a flanged piece, the bottom of which must be set not less than 1-foot above the finished floor. A blind flange must be installed temporarily on top of the flanged piece to prevent the entrance of foreign matter into the supply line. A concrete thrust block must be provided at the elbow where the pipe turns up toward the floor. In addition, joints must be anchored in accordance with NFPA 24 . Buried steel components must be provided with a corrosion protective coating in accordance with AWWA C203. Piping more than 5 feet outside the building walls must meet the requirements of Section 33 11 00 WATER UTILITY
DISTRIBUTION PIPING.
3.4 ABOVEGROUND PIPING INSTALLATION
The methods of fabrication and installation of the aboveground piping must fully comply with the requirements and recommended practices of NFPA 13 and this specification section.
3.4.1 Protection of Piping Against Earthquake Damage
Seismic restraint is required.
3.4.2 Piping in Exposed Areas
Install exposed piping without diminishing exit access widths, corridors or equipment access. Exposed horizontal piping, including drain piping, must be installed to provide maximum headroom.
3.4.3 Piping in Finished Areas
In areas with suspended or dropped ceilings and in areas with concealed spaces above the ceiling, piping must be concealed above ceilings. Piping must be inspected, hydrostatically tested and approved before being concealed. Risers and similar vertical runs of piping in finished areas must be concealed.
3.4.4 Pendent Sprinklers
a. Drop nipples to pendent sprinklers must consist of minimum 1-inch pipe with a reducing coupling into which the sprinkler must be threaded.
b. Where sprinklers are installed below suspended or dropped ceilings, drop nipples must be cut such that sprinkler ceiling plates or escutcheons are of a uniform depth throughout the finished space. The outlet of the reducing coupling must not extend below the underside of the ceiling.
c. Recessed pendent sprinklers must be installed such that the distance from the sprinkler deflector to the underside of the ceiling must not exceed the manufacturer's listed range and must be of uniform depth throughout the finished area.
d. Pendent sprinklers in suspended ceilings must be located in the center
SECTION 21 13 13 Page 14 of the tile (plus or minus 2 inches).
e. Where the maximum static or flowing pressure, whichever is greater at the sprinkler, applied other than through the fire department connection, exceeds 100 psi and a branch line above the ceiling supplies sprinklers in a pendent position below the ceiling, the cumulative horizontal length of an unsupported armover to a sprinkler or sprinkler drop must not exceed 12 inches for steel pipe and 6 inches for copper tube.
3.4.5 Upright Sprinklers
Riser nipples or "sprigs" to upright sprinklers must contain no fittings between the branch line tee and the reducing coupling at the sprinkler.
3.4.6 Pipe Joints
Pipe joints must conform to NFPA 13 , except as modified herein. Not more than four threads must show after joint is made up. Welded joints will be permitted, only if welding operations are performed as required by NFPA 13 at the Contractor's fabrication shop, not at the project construction site. Flanged joints must be provided where indicated or required by NFPA 13 . Grooved pipe and fittings must be prepared in accordance with the manufacturer's latest published specification according to pipe material, wall thickness and size. Grooved couplings, fittings and grooving tools must be products of the same manufacturer. The diameter of grooves made in the field must be measured using a "go/no-go" gauge, vernier or dial caliper, narrow-land micrometer, or other method specifically approved by the coupling manufacturer for the intended application. Groove width and dimension of groove from end of pipe must be measured and recorded for each change in grooving tool setup to verify compliance with coupling manufacturer's tolerances.
3.4.7 Reducers
Reductions in pipe sizes must be made with one-piece tapered reducing fittings. When standard fittings of the required size are not manufactured, single bushings of the face or hex type will be permitted.
Where used, face bushings must be installed with the outer face flush with the face of the fitting opening being reduced. Bushings cannot be used in elbow fittings, in more than one outlet of a tee, in more than two outlets of a cross, or where the reduction in size is less than 1/2-inch.
3.4.8 Pipe Penetrations
a. Cutting structural members for passage of pipes or for pipe-hanger fastenings will not be permitted. Pipes that must penetrate concrete or masonry walls or concrete floors must be core-drilled and provided with pipe sleeves. Each sleeve must be Schedule 40 galvanized steel, ductile-iron or cast-iron pipe and extend through its respective wall or floor and be cut flush with each wall surface. Sleeves must provide required clearance between the pipe and the sleeve per NFPA 13 .
The space between the sleeve and the pipe must be firmly packed with mineral wool insulation.
b. Where pipes and sleeves penetrate fire walls, fire partitions, or floors, pipes/sleeves must be firestopped in accordance with Section
07 84 00 FIRESTOPPING.
SECTION 21 13 13 Page 15
c. In penetrations that are not fire-rated or not a floor penetration, the space between the sleeve and the pipe must be sealed at both ends with plastic waterproof cement that will dry to a firm but pliable mass or with a mechanically adjustable segmented elastomer seal.
3.4.9 Escutcheons
Escutcheons must be provided for pipe penetration in finished areas of ceilings, floors and walls. Escutcheons must be securely fastened to the pipe at surfaces through which piping passes.
3.4.10 Inspector's Test Connection
Unless otherwise indicated, the test connection must consist of 1-inch pipe connected to the remote branch line; a test valve located approximately 7 feet above the floor; a smooth bore brass outlet equivalent to the smallest orifice sprinkler used in the system; and a painted metal identification sign affixed to the valve with the words "Inspector's Test". All test connection piping must be inside of the building and penetrate the exterior wall at the location of the discharge orifice only. The discharge orifice must be located outside the building wall no more than 2 feet above finished grade, directed so as not to cause damage to adjacent construction or landscaping during full flow discharge, or to the sanitary sewer. Discharge to the exterior must not interfere with exiting from the facility. Water discharge or runoff must not cross the path of egress from the building. Do not discharge to the roof.
Discharge to floor drains, janitor sinks or similar fixtures is not permitted.
Provide concrete splash blocks at all drain and inspector's test connection discharge locations if not discharging to a concrete surface.
Splash blocks must be large enough to mitigate erosion and not become dislodged during a full flow of the drain. Ensure all discharged water drains away from the facility and does not cause property damage.
3.4.11 Backflow Preventer
Locate as indicated on contract drawings.
See Division 33 11 00. Install horizontal backflow preventers so that the bottom of the assembly is no greater than 24 inches above the finished floor/grade.
3.4.11.1 Test Connection
Provide downstream of the backflow prevention assembly UL 668 hose valves with 2.5-inch National Standard male hose threads with cap and chain.
Provide one valve for each 250 gpm of system demand or fraction thereof.
Provide a permanent sign in accordance with paragraph entitled "Identification Signs" which reads, "Test Valve". Indicate location of test header. If an exterior connection, provide a control valve inside a heated mechanical room to prevent freezing.
3.4.12 Drains
a. Main drain piping must be provided to discharge at a safe point outside the building, no more than 2 feet above finished grade.
Provide a concrete splash block at drain outlet. Discharge to the exterior must not interfere with exiting from the facility. Water
SECTION 21 13 13 Page 16 discharge or runoff must not cross the path of egress from the building.
b. Auxiliary drains must be provided as required by NFPA 13 . Auxiliary drains are permitted to discharge to a floor drain if the drain is sized to accommodate full flow (min 40 gpm). Discharge to service sinks or similar plumbing fixtures is not permitted.
3.4.13 Installation of Fire Department Connection
Connection must be mounted as located on the drawings. The piping between the connection and the check valve must be provided with an automatic drip in accordance with NFPA 13 .
3.4.14 Identification Signs
Signs must be affixed to each control valve, inspector test valve, main drain, auxiliary drain, test valve, and similar valves as appropriate or as required by NFPA 13 . Main drain test results must be etched into main drain identification sign. Hydraulic design data must be etched into the nameplates and permanently affixed to each sprinkler riser as specified in NFPA 13 . Provide labeling on the surfaces of all feed and cross mains to show the pipe function (e.g., "Sprinkler System", "Fire Department Connection", "Standpipe") and normal valve position (e.g. "Normally Open", "Normally Closed"). For pipe sizes 4-inch and larger provide white painted stenciled letters and arrows, a minimum of 2 inches in height and visible from at least two sides when viewed from the floor. For pipe sizes less than 4-inch, provide white painted stenciled letters and arrows, a minimum of 0.75-inch in height and visible from the floor.Provide properly lettered and approved metal sign to elevator flow switch stating the circuits' voltage, and identify the switch as an "Elevator Power Shunt Flow Switch".
3.5 ELECTRICAL
Except as modified herein, electric equipment and wiring must be in accordance with Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM.Alarm signal wiring connected to the building fire alarm control system must be by the fire alarm installer.
3.6 PAINTING
Color code mark piping as specified in Section 09 90 00 PAINTS AND
COATINGS.
3.7 FIELD QUALITY CONTROL
3.7.1 Test Procedures
Submit detailed test procedures, prepared and signed by the NICET Level III Fire Sprinkler Technician, and the representative of the installing company, and reviewed by the FPQC 60 days prior to performing system tests. Detailed test procedures must list all components of the installed system. Test procedures must include sequence of testing, time estimate for each test, and sample test data forms. The test data forms must be in a check-off format (pass/fail with space to add applicable test data;
similar to the forms in NFPA 13 ). The test procedures and accompanying test data forms must be used for the pre-Government testing and the Government final testing.
SECTION 21 13 13 Page 17
a. Provide space to identify the date and time of each test. Provide space to identify the names and signatures of the individuals conducting and witnessing each test.
3.7.2 Pre-Government Testing
3.7.2.1 Verification of Compliant Installation
Conduct inspections and tests to ensure that equipment is functioning properly. Tests must meet the requirements of paragraph entitled "Minimum System Tests" and "System Acceptance" as noted in NFPA 13 . The Contractor and FPQC must be in attendance at the pre-Government testing to make necessary adjustments. After inspection and testing is complete, provide a signed Verification of Compliant Installation letter by the QFPE that the installation is complete, compliant with the specification and fully operable. The letter must include the names and titles of the witnesses to the pre-Government tests. Provide all completion documentation as required by NFPA 13 and the test reports noted below.
a. NFPA 13 Aboveground Material and Test Certificate
b. NFPA 13 Underground Material and Test Certificate
3.7.2.2 Request for Government Final Test
When the verification of compliant installation has been completed, submit a formal request for Government final test to the OICC MCM FPE .
Government final testing will not be scheduled until the DFPE has received copies of the request for Government final testing and Verification of Compliant Installation letter with all required reports. Government final testing will not be performed until after the connections to the building fire alarm system have been completed and tested to confirm communications are fully functional. Submit request for test at least 15 calendar days prior to the requested test date.
3.7.3 Correction of Deficiencies
If equipment was found to be defective or non-compliant with contract requirements, perform corrective actions and repeat the tests. Tests must be conducted and repeated if necessary until the system has been demonstrated to comply with all contract requirements.
3.7.4 Government Final Tests
The tests must be performed in accordance with the approved test procedures in the presence of the OICC MCM FPE. Furnish instruments and personnel required for the tests. The following must be provided at the job site for Government Final Testing:
a. The manufacturer's technical representative.
b. The contractor's Qualified Fire Protection Engineer (QFPE).
c. Marked-up red line drawings of the system as actually installed.
Government Final Tests will be witnessed by the OICC MCM FPE. At this time, all required tests noted in the paragraph "Minimum System Tests" must be repeated at their discretion.
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3.8 MINIMUM SYSTEM TESTS
The system, including the underground water mains, and the aboveground piping and system components, must be tested to ensure that equipment and components function as intended. The underground and aboveground interior piping systems and attached appurtenances subjected to system working pressure must be tested in accordance with NFPA 13 and NFPA 24 .
3.8.1 Underground Piping
3.8.1.1 Flushing
Underground piping must be flushed at a minimum of 10 fps in accordance with NFPA 24 .
3.8.1.2 Hydrostatic Test
New underground piping must be hydrostatically tested in accordance with
NFPA 24 .
3.8.2 Aboveground Piping
3.8.2.1 Hydrostatic Test
Aboveground piping must be hydrostatically tested in accordance with NFPA 13 . There must be no drop in gauge pressure or visible leakage when the system is subjected to the hydrostatic test. The test pressure must be read from a gauge located at the low elevation point of the system or portion being tested.
3.8.2.2 Backflow Prevention Assembly Forward Flow Test
Each backflow prevention assembly must be tested at system flow demand, including all applicable hose streams, as specified in NFPA 13 . The Contractor must provide all equipment and instruments necessary to conduct a complete forward flow test, including 2.5-inch diameter hoses, playpipe nozzles or flow diffusers, calibrated pressure gauges, and pitot tube gauge. The Contractor must provide all necessary supports to safely secure hoses and nozzles during the test. At the system demand flow, the pressure readings and pressure drop (friction loss) across the assembly must be recorded. A metal placard must be provided on the backflow prevention assembly that lists the pressure readings both upstream and downstream of the assembly, total pressure drop, and the system test flow rate determined during the preliminary testing. The pressure drop must be compared to the manufacturer's data and the readings observed during the final inspections and tests.
3.8.3 Main Drain Flow Test
Following flushing of the underground piping, a main drain test must be made to verify the adequacy of the water supply. Static and residual pressures must be recorded on the certificate specified in paragraph
SUBMITTALS.
3.9 SYSTEM ACCEPTANCE
Following acceptance of the system, as-built drawings and O&M manuals must be delivered to the Contracting Officer for review and acceptance. Submit
SECTION 21 13 13 Page 19 six sets of detailed as-built drawings. The drawings must show the system as installed, including deviations from both the project drawings and the approved shop drawings. These drawings must be submitted within two weeks after the final acceptance test of the system. At least one set of as-built (marked-up) drawings must be provided at the time of, or prior to the final acceptance test.
a. Provide one set of full size paper as-built drawings and schematics.
The drawings must be prepared electronically and sized no less than the contract drawings.Furnish one set of CDs or DVDs containing software back-up and CAD based drawings in latest version of AutoCAD, DXF and portable document formats of as-built drawings and schematics.
b. Provide operating and maintenance (O&M) instructions.
3.10 ONSITE TRAINING
Conduct a training course for the responding fire department and operating and maintenance personnel as designated by the Contracting Officer.
Training must be performed on two separate days (to accommodate different shifts of Fire Department personnel) for a period of 8 hours of normal working time and must start after the system is functionally complete and after the final acceptance test. The on-site training must cover all of the items contained in the approved Operating and Maintenance Instructions.
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SECTION 21 13 13 Page 20 combined into a single wall mounted unit. All inputs must be polarized for compatibility with standard reverse polarity supervision of circuit wiring via the FMCU.
b. Provide speaker mounting plates constructed of cold rolled steel having a minimum thickness of 16 gage or molded high impact plastic and equipped with mounting holes and other openings as needed for a complete installation. Fabrication marks and holes must be ground and finished to provide a smooth and neat appearance for each plate. Each plate must be primed and painted.
c. Speakers must utilize screw terminals for termination of all field wiring.
2.12.2 Visual Notification Appliances
Visual notification appliances must conform to the applicable requirements of UL 1638 , UL 1971 and conform to the Architectural Barriers Act (ABA).
Visual Notification Appliances must have clear high intensity optic lens, xenon flash tubes, or light emitting diode (LED) and be marked "Alert" in letters of contrasting color. The light pattern must be dispersed so that it is visible above and below the strobe and from a 90 degree angle on both sides of the strobe. Strobe flash rate must be 1 flash per second and a minimum of 15 candela based on the UL 1971 test. Strobe must be semi-flush mounted.
2.13 ELECTRIC POWER
2.13.1 Primary Power
Power must be 120 VAC 60 Hz service for the FMCU from the AC service to the building in accordance with NFPA 72 .
2.14 SECONDARY POWER SUPPLY
Provide for system operation in the event of primary power source failure. Transfer from normal to auxiliary (secondary) power or restoration from auxiliary to normal power must be automatic and must not cause transmission of a false alarm.
2.14.1 Batteries
Provide sealed, maintenance-free, sealed lead acid batteries as the source for emergency power to the FMCU. Batteries must contain suspended electrolyte. The battery system must be maintained in a fully charged condition by means of a solid state battery charger. Provide an automatic transfer switch to transfer the load to the batteries in the event of the failure of primary power.
2.14.1.1 Capacity
Battery size must be the greater of the following two capacities. This capacity applies to every control unit associated with this system, including supplemental notification appliance circuit panels, auxiliary power supply panels, fire alarm transmitters, and Base-wide mass notification transceivers. When determining the required capacity under alarm condition, visual notification appliances must include both textual and non-textual type appliances.
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a. Sufficient capacity to operate the fire alarm system under supervisory and trouble conditions, including audible trouble signal devices for 48 hours and audible and visual signal devices under alarm conditions for an additional 15 minutes.
b. Sufficient capacity to operate the mass notification for 60 minutes after loss of AC power.
2.14.1.2 Battery Power Calculations
a. Verify that battery capacity exceeds supervisory and alarm power requirements for the criteria noted in the paragraph "Capacity" above.
(1) Substantiate the battery calculations for alarm and supervisory power requirements. Include ampere-hour requirements for each system component and each control unit component, and compliance with UL 864 .
(2) Provide complete battery calculations for both the alarm and supervisory power requirements. Submit ampere-hour requirements for each system component with the calculations.
(3) Provide voltage drop calculations to indicate that sufficient voltage is available for proper operation of the system and all components. Calculations must be performed using the minimum rated voltage of each component.
b. For battery calculations assume a starting voltage of 24 VDC for starting the calculations to size the batteries. Calculate the required Amp-Hours for the specified standby time, and then calculate the required Amp-Hours for the specified alarm time. Using 20.4 VDC as starting voltage, perform a voltage drop calculation for circuits containing device and/or appliances remote from the power sources.
2.14.2 Battery Chargers
Provide a solid state, fully automatic, variable charging rate battery charger. The charger must be capable of providing 120 percent of the connected system load and must maintain the batteries at full charge. In the event the batteries are fully discharged (20.4 Volts dc), the charger must recharge the batteries back to 95 percent of full charge within 48 hours after a single discharge cycle as described in paragraph CAPACITY above. Provide pilot light to indicate when batteries are manually placed on a high rate of charge as part of the unit assembly if a high rate switch is provided.
2.15 SURGE PROTECTIVE DEVICES
Surge protective devices must be provided to suppress all voltage transients which might damage fire alarm control unit components. Systems having circuits located outdoors, communications equipment must be protected against surges induced on any signaling line circuit. Cables and conductors, that serve as communications links, must have surge protection circuits installed at each end. The surge protective device must wire in series to the power supply of the protected equipment with screw terminations. Line voltage surge arrestor must be installed directly adjacent to the power panel where the FMCU breaker is located.
a. Surge protective devices for nominal 120 VAC must be UL 1449 listed
SECTION 28 31 76 Page 24 with a maximum 500 volt suppression level and have a maximum response time of 5 nanoseconds. The surge protective device must also meet IEEE C62.41.1 and IEEE C62.41.2 category B tests for surge capacity.
The surge protective device must feature multi-stage construction and be provided with a long-life indicator lamp (either light emitting diode or neon) which extinguishes upon failure of protected components. Any unit fusing must be externally accessible.
b. Surge protective devices for nominal 24 VAC, fire alarm telephone dialer, or ethernet connection must be UL 497B listed, meet IEEE C62.41.1 and have a maximum response time of 1-nanosecond. The surge protective device must feature multi-stage construction and be self-resetting. The surge protective device must be a base and plug style. The base assembly must have screw terminals for fire alarm wiring. The base assembly must accept "plug-in" surge protective module.
c. All surge protective devices (SPD) must be the standard product of a single manufacturer and be equal or better than the following:
(1) For 120 VAC nominal line voltage: UL 1449 and UL 1283 listed, series connected 120 VAC, 20A rated, surge protective device in a NEMA 4x enclosure. Minimum 50,000 amp surge current rating with EMI/RFI filtering and a dry contact circuit for remote monitoring of surge protection status.
(2) For 24-volt nominal line voltage: UL 497B listed, series connected low voltage, 24-volt, 5A rated, loop circuit protector, base and replaceable module.
(3) For alarm telephone dialers: UL 497A listed, series connected, 130-volt, 150 mA rated with self-resetting fuse, dialer circuit protector with modular plug and play.
(4) For IP-DACTS: UL 497B listed, series connected, 6.4-volt, 1.5A rated with 20 kA/pair surge current, data network protector with modular plug and play.
2.16 WIRING
Provide wiring materials under this section as specified in Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM with the additions and modifications specified herein.
2.16.1 Alarm Wiring
IDC and SLC wiring must be solid copper cable in accordance with the manufacturers requirements. Copper signaling line circuits and initiating device circuit field wiring must be No. 16 AWG size conductors at a minimum. Visual notification appliance circuit conductors, that contain audible alarm appliances, must be copper No. 14 AWG size conductors at a minimum. Speaker circuits must be copper No. 16 AWG size twisted and shielded conductors at a minimum. Wire size must be sufficient to prevent voltage drop problems. Circuits operating at 24 VDC must not operate at less than the listed voltages for the detectors and/or appliances. Power wiring, operating at 120 VAC minimum, must be a minimum No. 12 AWG solid copper having similar insulation. Acceptable power-limited cables are FPL, FPLR or FPLP as appropriate with red colored covering.
Nonpower-limited cables must comply with NFPA 70 .
SECTION 28 31 76 Page 25
2.17 INTERFACE TO THE BASE-WIDE MASS NOTIFICATION NETWORK
2.17.1 Radio
The base-wide system is a Federal Signal System. Provide Federal Signal mass notification transceiver remote terminal unit UVRI-BU. The transceiver utilized in the mass notification system must be capable of the following:
a. Communication with the central control/monitoring system to provide supervision of communication link and status changes are reported by automatic and manual poll/reply/acknowledge routines.
b. All monitored points/status changes are transmitted immediately and at programmed intervals until acknowledged by the central control/monitoring system.
c. Each transceiver must transmits a unique identity code as part of all messages; the code is set by the user at the transceiver.
d. The antenna and antenna mounts must be corrosion resistant and designed to withstand wind velocities of 100 mph. Do not mount antennas to any portion of the building roofing system. Protect the antenna from physical damage. Antenna to be omni-directional.
2.17.2 Secure Radio System
2.17.2.1 Communications Network
The communications network provides two-way signals between central control units and autonomous control units (in individual building systems), and should include redundant (primary and backup) communication links. The system must incorporate technology to prevent easy interruption of the radio traffic for MNS alerting.
2.17.2.2 Radio Frequency Communications
Use of radio frequency-type communications systems must comply with National Telecommunications and Information Administration (NTIA) requirements. The systems must be designed to minimize the potential for interference, jamming, eavesdropping, and spoofing.
2.17.2.3 Licensed Radio Frequency Systems
An approved DD Form 1494 for the system is required prior to operation.
2.18 AUTOMATIC FIRE ALARM TRANSMITTERS
2.18.1 Radio Transmitter and Interface Panels
Transmitters must be compatible with proprietary supervising station receiving equipment. Each radio alarm transmitter must be the manufacturer's recognized commercial product, completely assembled, wired, factory tested, and delivered ready for installation and operation.
Transmitters must be provided in accordance with applicable portions of NFPA 72 , Federal Communications Commission (FCC) 47 CFR 90 and Federal Communications Commission (FCC) 47 CFR 15 . Transmitter electronics module must be contained within the physical housing as an integral, removable
SECTION 28 31 76 Page 26 assembly. The proprietary supervising station receiving equipment is King Fisher and the transmitter must be fully compatible with this equipment.
At the contractors option, and if listed, the transmitter may be housed in the same control unit as the FMCU. The transmitter must be narrowband radio, with FCC certification for narrowband operation and meets the requirements of the NTIA (National Telecommunications and Information Administration) Manual of Regulations and Procedures for Federal Frequency Management.
2.18.1.1 Operation
Operate each transmitter from 120-volt ac power. In the event of 120-volt ac power loss, the transmitter must automatically switch to battery operation. Switchover must be accomplished with no interruption of protective service, and must automatically transmit a trouble message.
Upon restoration of ac power, transfer back to normal ac power supply must also be automatic.
2.18.1.2 Battery Power
Transmitter standby battery capacity must provide sufficient power to operate the transmitter in a normal standby status for a minimum of 72 hours and be capable of transmitting alarms during that period.
2.18.1.3 Transmitter Housing
Use NEMA Type 1 for housing. The housing must contain a lock that is keyed identical to the fire alarm…
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